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032-2193-10-000
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County St. Croix Safely and Building Division INSPECTION REPORT Sanitary Permit No: GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: 648401 Personal information you provide may be used for secondary purposes(Privacy Law.s.15.04(1)(m)l Permit Holder's Name: City Village Township Parcel Tax Na: Teresa Hawke and Come Roytek TOWN OF SOMERSET 032-2193-10-000 CST BM Elev: Insp.BM Elev: BM Description: Section/Town/Range/Map No: 05.30.19.1631 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Dosing Alt.BM Aeration Bldg.Sewer Holding St/Ht Inlet St/Ht Outlet TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Mr Intake ROAD Dt Inlet Septic Dt Bottom Dosing Header/Man. Aeration Dist.Pipe Holding Bot.System Final Grade PUMP/SIPHON INFORMATION Manufacturer Demand St Cover GPM Model Number TDH Lift Friction Loss System Head TDH Ft Forcemain Length Dia. Dist.to Well SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No.Of Trenches PIT DIMENSIONS No.Of Pits Inside Dia. Liquid Depth DIMENSIONS SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION Type Of System: CHAMBER OR UNIT Model Number: DISTRIBUTION SYSTEM Header/Maniold Distribution x Hole Size x Hole Spacing Vent to Air Intake Pipe(s) Length Dia _ Length Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only 'Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil [J Yes U No 0 Yes Q No COMMENTS: (Include code discrepencies,persons present,etc.) Inspection#1: Inspection#2: Location: 1731 42ND ST 1.)Alt BM Description= 2.)Bldg sewer length= -amount of cover= Plan revision Required? ❑B Yes ❑e No Use other side for additional information. SBD-6710(R.3/97) Date Insepctor's Signature Cert.No. SAN - 2D2.3- 005 ,,tm., T Cosily ,i A n Yards Way ,-S L� Q,s/ 11$p=`. '. "PP,X e M2 4 Z623 'yPanditNwwerber(to beMedinbyCo.) Wad acts,WI 53707-7162 6 T O D f :'_ko'C'1.xiti Su1e7Ye�ctioelll�bv sanitary Permit A,�nli Hann'. rDeveloamen[ r•ooaodroe w a SP3 31311(21 Win AdaCade,stimision-oldie fa.to die.pp.—per Aovaiotmeal.r Fts.nS-in I Z.30o fee ' is expired prior to of •.w:t.y permit.Not Antiradical tram far mra•omaed POWTS are mbtaioed a Project Addrow(if dife ref the mill%address) Os Deportment of sdoty ad lmfoeioel Services.Pawned infornstioa yes provide may be used for wico•dsy purpose in a000Nmoo%AO sea Privacy Liw a.1$A1Q)(m).Sum. L AppfcMM.irku '. -Mass Met Al ladarsMiam 3/ -- 414 Property Otwera se Nor (S 3s1 y. 14v3/ �. Pr.,-s t u./.E ,1 7 r:,4-i1-- ,�fr,-( �$ /9 c—/L)- 666 Property Owner's m s Mail Adie / ation Q 7� - -.5lQ S-7 Govt.Lot city.sure `' Cade FbemeMarbee �r. � Ll� S`7h?G :�til� /)/i�/ Section I.Type ofBeiiim0(cheek all t that apply) Lot T 3 R a • ,• • Eli air 2 Family NMI*-Member o(Haboama 3 Stbdiv��WonNene / Bradt A / /.0 /1'/1/�/Jat O 2A/l> al-Demobs Use _ • of DSOS Owned-Dencribe Use CD/Mabee ■ dtigcof -�NExj l:( . of �,;:whee!s. /— HI.Type.f POW18 (Cheek either allow*or'7tapMcerser ale Misr apploMe as Bee A. Cheek are M:m e lire 11.Complete fee C ViewA. Spawn ,t--i(tsp oor an Symms ❑oOr Modification a Wades SyMne(explain) ❑Additional Prereeaent Unit(explain) Eillolding Tent ❑ e awned ]C7 2'1.'1)�DLdivideal Sic DesignptharTypti(explain) C. 0 Rental Brim ❑Renate r1+e of Flambe. punt(a NewGpOwmreL'ire Pk.. ..Perms Number and Dam breed Essiration w.bipmaeVrnwtmet Ann red T s.k1.i.sabre: (n°)( . (l1ns+.r•-e�alC e—i �, e AP-= f r r(0.3 Desks Row(mod) Dalian Sal AwpfkIsofdpdhel ' Dnpaml Arm (mn Dirpaml Arta Proposed(w) Symmm Mosaics in-- -) C -.5'D ',51) /O ,Srq, = DS. • m Tad A of YasoScoeet Task Ltammioe t3d1o. Gelkrw u.ib pinta 42 tt.ee _AlI I I New Tab Bairdrg Tad" ,.�r)r J�C ,.. / 1 tePae erl6MaaTei /may, — /C ") _ / FV//--SKrC ILA^�1 l.�_ o+s mar //LGI�t) - /f,,, L 1 IN 0 L_.1 V.R.tpartllilly SpMaard-D,re siralpd,arms MAe FD11Pis form ea Ma aearbd playa. =Z. I Plmrebte / I Tt MPlS Neobev Hoes Ftiaae Ntsbv�G � 4- '. -3 yS- i-�`ll' 7 ay, Zip 01 /�1:/ _34‘...,Z.,1/...1), // //sr',e--C- I LIT <-1 1' VI. 1 Use bard APwovd oli.ypo.ea / For"68:5-� �Z�vZ37044aeLSipetarr/� 31j,,.� �Ker� �...•� le,.Th QaeR 1. Septic tank,effluent filter and dispersal cell X.` 'ill ' r h must be serviced 1 maintained as per management plan provided by plumber. `f l � _S � '"`O4 2.11 setback requirements must be maintained es per epplieeble she I crdinartc.a • Mesh leempitb p err fro was esd mbmm le Ow Ow*nab es Aar met lore Sea a m a u below b doe SBD.6398(R.03/21) t____krcio,10, '1 .1 • _I .. L I:. --- -1-t-- , -1.- L. -- ---- 1±1117 (c L I 11 1 Lj ---LL -1-1 .- 14_1_4_._ 1 L I - - ------:- --4,-- ; 1 L ..1,__L_Li_..11_._. _ • 1_ -1-i,--- - ---1 .. ----I i I iti . ,1T_ A 1.1 LI_ _Li__ ' IFt -- 11 . : i__73. ._ ..,,- 1_, ..1. ALLI_ _ . ,..___I__t_. ___J._4.... r 1,,___L.,_ _[.._, i_i__ LI .1 _ . ,\Lice__ , 1,1 ji + li .___Li _i_l_ _. .3. ] 1 1 i i I .1_1_,.. 1+ 1-.4____ _ - _1,___--.!_-_- i. _i__.. 1-.--1-- __ -.1--/-- ____.„-a. ' ' 1 ' / i i I/ I t I I ._LLi-J--1__ 1- --i-t" I I I '. i-..4,1— -, ----ri- I 1 Li_l_t__ LL_L_Ll_iL„-_-1-- - ..,_ !__ . . _i -1-41---- —1--1- ---i---1-7-1--7- 1 L ii H _I, Li ! _..____ 1 i 1_ 1 1 _,I L . I___L_I__ I___ I _.;__ L__ -- r .1 - L. , T _LI_ Lir Li 1._ .___J_ J. 1_,,dzi J.. _t___ I 1 I LI 1 ----1- 1 --:- ., 1- -1L L _ i_ ! - I ' -I t 1_1 J r 1 _ -1 1 i ‘, ! , _I ,I 1_1 I_ ! I ..J.___;_ ' t_v_i__ .1_1_J___L-1--- T tz•N' .i I i_:, ..)::: _.1.___I__..1.___L_1 i __. - L___._ : -1 ' 1 _ i._i_l_ !,_ .1- -to .. ... 1 ,_j_ 1 L_L-__ I •L _I_ L_L.. _. .._i .i_i___L 1--1-4- 1 F ri-f- -) 1 I 4 i . 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Phone:60S-266-2112 Division of Industry Services p`v 'ri;, Web:imp:tdsns.H i.ao, 4822 Madison Yards Way s �_ Email: ['Sal wisconsinPO .Qov Madisx 7302 on,WI 53707 t�� '_ �- Tony Evers,Governor s3fi� Dan Heret6,Secretary January 23, 2023 Conditionally APPROVED DEPT. OF SAFETY AND PROFESSIONAL CONDITIONAL APPROVAL SERVICES PLAN APPROVAL EXPIRES: 2025-1-23 DIVISION OF INDUSTRY SERVICES Plan Review: PWTS-012300100-C 9.2,6404 "I4u4 Kim O'Connell - 504 3rtl Ave E SEE CORRESPONDENCE Osceola,WI SITE: Hawke 42nd St Town of Somerset St Croix County SW Y NW S4 55-T3ON-R19W FOR: Description:3 bedroom-450 GPD mound-29" Mound Component Manual—Ver. 2.1, SBD- to limiting factor-Effluent Filter- 10691-P(5/22-5/27) Maintenance required. Pressure Distribution Component Manual—Ver. • 2.1 (May 2022-2027) Verify proper dose is achieved and system is not being over dosed. The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes.The submittal has been CONDITIONALLY APPROVED.This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above.The owner,as defined in chapter 101.01(10),Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06,stats. The following conditions shall be met during construction or installation and prior to occupancy or use: Reminders • The site shall be properly prepared prior to plowing.Any grasses longer than 6" shall be cut short and removed.To avoid matting,any leaves or loose organic matter shall be raked up and removed.Cut trees and shrubs flush to the ground and leave stumps.Avoid operating equipment on the Mound site. If necessary,use only tracked equipment,during dry conditions,with minimal passes,to avoid compaction. • Components and soil removed from an existing drain field shall be properly disposed of so that there is no risk to public or environmental health. • A sanitary permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.19,Wis.Stets. • Inspection of the private sewage system installation is required.Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec.145.20(2)(d),Wis. Stets. • A state approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. • A copy of the approved plans,specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. Owner Responsibilities • The current owner,and each subsequent owner,shall receive a copy of this letter. Owners shall also receive a copy of the appropriate operation and maintenance manual(s)and be responsible for ensuring that POWTS is operated and maintained in accordance with this chapter and the approved management plan under s. SPS 383.5441). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard,the property owner must follow the contingency plan as described in the approved plans. • The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. In granting this approval the Division of Industry Services reserves the right to require changes or additions should conditions arise making them necessary for code compliance.As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building,structure,or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below,or at the address on this letterhead. The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation,operation or maintenance of the POWTS. Sincerely, f Ro1(!ky Joshua Rowley POWTS Plan Reviewer, Division of Industry Services (715)634-5124 Joshua.rowlev@wisconsin.gov REVIEW Onsite APPUCATKIN O -C- .• -,+�.- Wastewater Treatment NOTE Perm d hrtrateacn you maids may be used t«secondary pubs« Systems Y tars 16D1(1)(m) Slate.) Division of Industry Services 0 Plans to be E-filed. Provide SharePont User name beloar. For plan Aldus,check our websile at)ittofldso$.wi,gov Ern"Scheid coda questions lo mailto:DSPSSBPowtsTectIColwi.gov Several counties have been delapeled certain authority b review plans in lieu of Division of Indu*y services. For a current let of those counties and their designation check our webers al httplidsps.wislov 1. Project bdameion-F�U le ell io Mown bm dataiun Cenakeaion ofen aesipad lb .wtti a ier. ProgecVSne NamF • - JS Pat'a r 1(- Traaoseloa ID: r Location.Number&sStr. tg. pigged prIlltriDell,_dorsal merest road) Previous MOS Ti .ams R 7hln/.d .5 Fwbuamd Completion Dale: , Legal Deea4sorrc SL)-illlt/-S EC.S-- T 36A/-109 ii/ ^ a1er a County : l4m i l�t/i Assigned Mew ❑City ❑Macs ill Term d ctni 7k 4 5I=r alai b your albs of choice_auger: 2. Mler pions me reiaed.plume (sham MI apply) Craws Green ley b ❑CO customer 1.2(circle,.amber)' NO71= We reme a ow right to ra-dietrh v o playa to w,oth r oleo.if ❑Requesting petty ail pick up needed Is reeaowably erahmra!unwound O naa Clunk http ldspa wuoov for nod amaaeble review deb Igi Met planet)customer 1.2(realm ranberr 'Reims b oebener mobs from bdow. S. Complete des tbsaabi dralgembegembenuelim bdaa/ea tan the ohmic been wise designer_miser er u>lanaq pater Sae rime te weld rapssas bdweellon. Dasignsr �t,Cuelonter 1) DSPII Ober Mombad l ���bar }eatDSPS Rat liras awn fin ( (/C�.v.Lc/lG S ,/ MakinMom/��w�4p Number Company � Camps"New Tiluc:rh'.tl Address • J� _•,� m°75/G .� �D. '�✓-,(/�- !1� ieb � �ziw+l)dam) �rin ��E.oLIP— Phone -s digit') ltaaba Emil address cos plions Phone Nmarnbar Hkr1 adages phone arse code) (rat code) 0.1 can m/.4 1 -s'e z1,Ce n 7i S)V 71/7 Check. 7S/appinatls Check r.ppambla or specify nleagrdmip [fawner Otter ❑Other-way mMa hip Infwwmlioa and Flee SubeRlN Cdaddiele. To squint decbonie revtaw complete the apprepiete application form and anal It song with your r gfalered SleirePokit mamma ao OSPSSSPIenSCheduisliNVVisconsin.00v. If piers my being submitted Ma paper.they will be assigned to a reviewer mar rtw41 at a DSPS vibe. Submittal dsddisls can be fond In each applicable co mp«snt manual appeeaig on the KNITS program pegs under Pubieaias POWTS Comments Manuals liabaatdOnieeks Ares DIPS Brest Bay DSPS 2650 WNW Or Sas 104 2331 San Lois PM= 0r,eleek..WI54e30 Omen Bay,WI 54304 008.7868334 920-482-6801 Fax 606-785-9390 Fax 920-492S604 Emet DeoeSbPlanSchvdula®wi.aov Emet DeosSbPtanSchedulea Lvov Rake Caudle Pam",le: Maim el bmdsaay Smview OR ❑ Check box to invoice designer and sign below ToT,LL AMOUNT cue ,li4--35 G' Review Cods 7e33 Designer Signature SSP10577(R 3f19) W I I I IIII11 p p p p N N 888 $888 888 66,, 888 8 8 Id jf (A 1O Z 8 go 3 N 6. $" ion € MNN N 0 es ii • : EE .. a rrp 9 $ aza5 S p� m .s5 C! .i wirl At- J w i O 9 � R m m a 2.3 SZ o+3 3 I 1 9 1 � tin c 6 � � p C c c v y y q 3�$ Jm � 52 4 00 h 0 _ v O g m 88$ S25 -0 > p +: 25 EF • a N C m m 3 N lA $.N..8 1 rj • C 1 rj� i 4 E • c al , h8l A > C �4 • fos° Q_3 g� p 1 La- • _ s�' _ e-SSS s $�i �S 25g 3 m o Sg e m = $ �88 gig • m 8 4 �s $� 3a aS O n.�E m o �N x.� lmvi x �o hh `a c • • C c c m C LL C LL E 0 et �ma a mma a mma a �A • a ! i zi E a $ oc, � � o I0 Am; I� csii I° a. o o � � I r is mr; m ❑D 3 is ? T r o0 •8g o .4" E c 3 I aw 6. . 9 m A i " N r. 6iv s 2�„ c & a ilf $O a � � CO'§ RV $ - EcIYda � a rig.) c O 1 nil I pQ � S Zm m� Ema qqDya Ep liSt I li I i Lqi g ; E ig $ > s � o �a 3 m rn(40405 • N 8' O- oo 5 Ers sly -A o N Z il'_ m8V •E y� . . > m C C i C O C ¢ -g 7 3 ce 12 c 8 d 8 ' ��1 2 21 .a• tt3g € I !•1 I igi 4 s Wy ill ci, . % m E 8 $ e 2 t Ell gW E . 8 �n _ i r ai E v ES " 5.0001 g e _ ; ea, F 81 CO I ?o i s rn a ; " a � • Eyn v m E� j S � g 4- = co y m = a �3 y g . C Ce M Z1 o a _ ia _ < a2208 m k v� 6afl a DD A ❑DSO g DODD❑❑ o a ❑ 251 = n m ' -3 w a D EE - g V DE m D ❑ s o m m o Zm • a 3 it; • MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: Hawke& Roytek ce.,rl ell, Owners Name: Teresa Hawke& Come Roytek APPROVED bowl.OF SxrErt Amu PnufESSIONAL Owners Address: 846 250th ST SERVICES DIVISION OF INnlISTRY SERVICES Osceola WI 54020 SEE CORRESPONDENCE Legal Description: SW-NW-secs T3ON-R19W Township: Somerset County: ST.Croix Subdivision Name: Old Mill Landing Lot Number. 10 Block Number. Parcel I.D. Number. 032-2193-10-000 Plan Transaction No.: Page 1 Index and title Page 2 Data entry Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 System maintenance specifications Page 6 Management and contingency plan Page 7 Pump curve and specifications Page 8 Plot Plan Page 10 ATT soil evauation Designer Kim A Ocon II License Number. 224263 Date: 01/15/23 Phone Number. 715-381-7917 Signature: - J(-) Component Manual Design Referenes: Mound Version 2.1 (May 2022 2027) & Pressure Distribution Version 2.1 (May 2022-2027) 1 14rr- Version 7.0 (R. 11/12) Page 1 of 9 Mound and Pressure Distribution Component Design Design Worksheet Site Information (R or C) R Residential or Commercial Design Note: Sand fill(D)calculations assume a 300.00 Estimated Wastewater Flow(gpd) Table 383 44-3 in-situ soil treatment for fecal coifonn of<=36 inches. 1.80 Peaking Factor(e.g. 1.5= 150%) 450.00 Design Flow(gpd) 13.00 Site Slope(%) 105.00 Contour Line Elevation(ft) 29.00 Depth to Limiting Factor(in) 0.40 In-situ Soil Application Rate (gpd/ft2) Distribution Cell Information 75.00 Dispersal Cell Length Along Contour(ft) = I 6.00ICell Width(ft) 1.00 Dispersal Cell Design Loading Rate(gpd/ft2) 1 Influent Wastewater Quality(1 or 2) Are the laterals the highest •• nt in the distribution Y Pressure Disribution Information network? Enter Y or N (C or E) a Center or End Manifold 3.00 Lateral Spacing (ft) If N above,enter the elevation(ft) 2 Number of Laterals of the highest point 0.156 Orifice Diameter(in) 2.50 Estimated Orifice Spacing(ft)= 1 7.50 ft2/orifice 2.00 Forcemain Diameter(in) 45.00 Forcemain Length (ft) Does the forcemain drain back? Y I 98.00 Pump Tank Elevation (ft) Enter Y or N 4.55 System Head (ft)x 1.3 7.34 Forcemain Drainback(gal) ,1 7.42 Vertical Lift(ft) 67.32 5x Void Volume(gal) 1.00 Friction Loss(ft) 74.66 Minimum Dose Volume(gal) 0.00 In-line Filter Loss(ft) 32.31 System Demand(gpm) 12.97 Total Dynamic Head (ft) Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in.dia. options choice 0.75 1.25 x 1.00 1.50 x x 1.25 2.00 1.50 x x 3.00 2.00 x 3.00 x Gallons/Inch Calculator(optional) Treatment Tank Information 1000.00 Total Tank Capacity(gal) 1000.00' Septic Tank Capacity(gal) 36.00 Total Working Liquid Depth (in) Wieser Manufacturer 27.78 gaVin (enter result in cell B49) Dose Tank Information Effluent Filter Information 600.00 Dose Tank Capacity(gal) Polylok Filter Manufacturer 16.76 Dose Tank Volume(gaVin) PL-525 Filter Model Number Wieser 'Manufacturer Project Hawke&Roytek Page 2 of 9 Mound Plan and Cross Section Views �{ 1 lJ 1/10 g ..•.•...:_:.:.....••.•••. . . ..., ObssrvationPlpe •.-.-..: ::El•• — e~ K •i�•1N.1.1N.Y,r,.\.1....}.\•til}1.,r1.}....}.4,..r.1.4 r•.}}.\.}.,.4.1 .}. \. . r•r.J•l.n J•:•f.rvhJ !•r•1•J•:•1•}.:.:.:.• r-n •::!• ..r •'••\i. Y,.•..•.N�!\•\.,N.1• ,•1�1•Y4•}•}.4.\•1.1.4N4"}•1•}.1.• 1.,r1.1. • A hf•I• J•I•lY•r J•!•J-f•f•J•r•f•:•!•1•l•r•!Y•!.r•J. !•f•J• f I l!!!\11• hr N!•f ~!J\J fM1!f~J f•r�l�r�•f�fN•!!Jt f1•JN•l4J�. ••••••••: • h:•!•J•1•••f•f•hJJ•h!•hhf.hr.r.l.r•r•!•!.r•r•J•r•r•f•r:1•h:•1•f.!•1•nl•.:',. .:i: ' . . . . . • • • " • • • • • : 13 : : : : : : : : : : : : : : : : : : : e Gil• • • •• >< • L • Mound Component Dimensions A 6.00 ft E 16.36 in H 1.00 ft K 8.30 ft B 75.00 ft F 9.50 in I 13.06 ft L 91.59 ft D 7.00 in G 0.50 ft J 4.05 ft W 23.10 ft 450.00 (ft2) Dispersal Cell Area 1429.30 (ft2) Basal Area Available 6.00 (gpd/ft) Linear Loading Rate 7.50 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 107.38 (ft) —♦ f ...,,,JJr G ♦ I H iiJJJfm,,,,,,, IF l al Cell . 106.08 (ft) Lateral 105.58 (ft)—► — ; Invert Dispersal Cell ii :•: : :`•:`•: : Cl Elevation :D ° : : : : :.. �`: •}tit 1� •.� 1 • 4 •> l^1 .-4{ ''�'``' - '.M..-l':,. `. . .. ,` ` • - 105.00 (ft)Contour Elevation 13.0 % Site Slope i T Geotextile Fabric Cover Shading Key $ 0 Dispersal CellSee lateral details on l _ Topsoil Cap 1 a 1.5 ft Page 4 for number,size. }t��y��•f t f %;.t i and sparing of laterals. © Subsoil Cap i.P�:J f •f. ;•f•J•f ,,: a ,•YY,�JC., =4'. ,•4•\• Laterals are equally ASTM C33 Sand c JM•!•1• J•f• - Is "... J•J•!•J F I3`•7-' 1 Tilled Layer0 ft t r;'lr4yIc.l t aKat„ i..';.r spaced from the IAJ c _4ro__ ;•!•h! distribution cell's © :t.h.:�1J Aggregate 15511 1 lir I�l:.•J•!J1i1 '' centerline ,n II IQ �—A—M distribution cell(AxB). Project Hawke&Roytek Page 3 of 9 End Connection Lateral Layout Diagram Last als cent et ed over the A r1 B dimension •= Turn-up edbal l valve or ol..noutplu0 11 64 P • T Al Iataals are identical If X—'•l Holes drilled on the bottom of the lateral S equally spaced 1 • Force main confwction via let!Or orOSi to manifold at erns point — Laterals&forcemaln Sch 40 PVC per SPS Table 384.30-6 Number of Laterals 2 Orifice Diameter 0.156 in Lateral Diameter 1.50 in Orifice Spacing (X) 2 53 ft Lateral Length (P) 73.37 ft Orifices per Lateral 30 Lateral Spacing (S) 3.00 ft Orifice Density 7.50 ft2/orifice Lateral Flow Rate 16.16 gpm Manifold Length 3.00 ft System Flow Rate 32.31 gpm Manifold Diameter 1.50 in Total Dynamic Head 12.97 ft Forcemain Velocity 3.30 ft/sec Dose Tank Information Locking cover with warning label and locking device and sealed watertight Electrical as per NEC 300 and SPS 316.300 WAC II i I. - 4 in min Disconnect _________ r- Tank component is properly vented ," ��C <--- Alternate outlet location J _ Forcemain diameter Wieser Manufacturer 2 in. Capacity 600.00 Gallons _t Volume 16.76 gal/inch A t1S Weep hole or anti- Dimension Inches Gallons B U siphon device A 20.34 340.98 I B 3.00 50.28 0 .----, Pump off elevation(ft) C 4.45 74.66 98.67 D 8.00 134.08 D Total 35.80 600.00 L . . Dose tank elevation(ft) 3" Bedding un er tank. 98.00 Alarm Manuafacturer 'SJE Rhombus -Tank Alert Note: Switches Alarm Model Number 101-01H containing mercury may not be used in Pump Manufacturer Goulds this system. Pump Model Number PE 51 Pump Must Deliver 32.31 gpm at 12.97 ft TDH Project: Hawke & Roytek Page 4 of 9 Nina Ind Svctnm Manannmont vran Mound System Maintenance and Operation Specifications Service Providers Name Phone W POTS Regulators Name St Croix County Zoning I Phone 715-386-4680 System Flow and Load Parameters Design Flow-Peak 450 gpd Maximum Influent Particle Size 1/8 in Estimated Flow-Average 300 gpd Maximum BOD5 220 mg1L Septic Tank Capacity 1000 gal Maximum TSS 150 mg/L Soil Absorption Component Size 450 ft2 Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mL Service Frequency Septic and Pump Tank Inspect and/or service once every 3 years Effluent Filter Should inspect and clean at least once every 3 years Pump and Controls Test once every 3 years Alarm Should test monthly Pressure System Laterals should be flushed and pressure tested every 1.5 years Mound Inspect for ponding and seepage once every 3 years Other Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table SPS 384.30-1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to SPS 384.30 (6)(i),Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in SPS 384, Wis.Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn-up Detail Finished •..,..•.....•• Grade yr :.:�.:.•.:.:. Threaded Cleanout 6-8" Diameter Lawn .•.:.:.:::::.:•.• Plug or Ball Valve Sprinkler Valve Box Distribution .•.•. Long Sweep 90 or Two - 45 Degree Bends Same Diameter as Lateral Project: Hawke & Roytek Page 5 of 9 Gou-1d•s Water Tech o1ogy - ,- T I . . 11 " ii , „ „ . , . L.: Li roam.% i : i= 1 .. 1 4 1• i-:__t___4__,.. 2E�YY + j • -- ; ! }.- ?-: [• 1Fr ± . . r { i + y 'J • - Yl T . 1 : ' I . i t i r_. o FH_•— 1 p• i ' • - j_��.�•.3__ a • + I ) 1 :' _ .._'* 1 i • — 4. 1.4 r-:•-( • T' • , ._.[...1_ + 20 _ _ �*! T yy q 1-1 + I ._• .L.i 15 — • . I -- T 1 r t I ,- • —�4 ! 1 ! 1 t0r _ : - . - • _ !1�- - , _ram.. • T.. __�. ._T!•---�_-i--.-• - f-._. . i . i ; f f i i .�� • - __. 1--�-• I ; 4—� • — r. •._� a I :V. . r I : I< : . 1 0 0 0 10 20 30 : 40 50 60 70 4220 so • . • a o s 10 is -i CARICITY � � -- : -. : UM f� . S - s 0 61 10 B 10 Q - 1057 y 15 59 • 15 24 - 15 46 20 SD 20 16 20 33 2; 3i 25 0 23 16 30 26 • 35 a Miff 7 _ F pll P Wlfsconsin .-. Professional 0� • Division al I . Sery AU O'02, 2021 SOIL EVALU TION REPORT .. r.n,;r COuntY • •.. , ..with SPS 385,oft. A . Code County St.Cron Attath corn) 2 x 11 inches in We.Plan must include. but not lined ,, t\1 kit(BM),direction and percent slope, Parcel I.D.0 —2 I q 3-10—oOC scale or dim ,/ )U1 t1. . stance to nearest road- Ref a2642f R f'eraonal mfom 1r.ih c' •J� �+'����fay purposes(Privay Lew.s. 15.04(1Xm)). DC a7 [TT— / if I% Property Owrrt Property Location AValey View VN_ Govt.Lot NE Y. SW Y. S 5 T 30 N R 19 E (a) W Property Owne di Sl { Lot* Block I Sudd.Name or CSAY 374 Valley View ,,m 10 Na Did Mill Landing City State Zip Code Phone Number ❑city ❑Village ®Town Nearest Road Hdulton l We l 54082 1 ( ) I I Somerset I Co.Rd.W ®New Construction Use®Residential/Numberof bedroomsem Code derived design flow rate in GPD l ❑Replacement ❑P terdal �( Parent material Glacial DMI 0.S0 Flood Plan elevationifappkcable!),i it ZO� /Q. General comments and recomendatIor Soli Evaluation preformed to satisfy requirements of major plat review appicatlen. Additional soil 8 site evaluation may be required prior to system design and permit issuance. 1 ❑Boring 1 Borkq: ®Pe Ground surface elev.105.9*ft. Depth to limiting factor 4Q in. Soil Application Rate Horizon Depth Dominant Color Redox Desatgion Texture Structure Consistence Boundary Roots GPD/FN In. Muriel! Qu.Az.Cant Color Gr.Sz.Sh. •Eifel .Eft 1 0-6 10yr3/4 none sl 2fgr ds ON 1vf,f 0.6 1.0 12 6-20 7.5yr4/8 none sl 1mebk dsh gs 1vf,f 0.4 0.7 3 20.40 7.5yr4/4 none al 1csbk mfr cw - 0.4 0.7 4 40-57 7.5yr4/4 12f 7.5yr518 al Orn mh - - 0.2 0.6 0 Boring 2 J Boring* ®Pit Ground surface elev.108.00 R Depth to Ong factor 2$:n. r Soil Application Rats , i Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft' In. Monsell Gu.Az.Cork Color Gr.Sr.Sh. •Ef1r1 •Eff*2 1 0-8 10yr3/3 none W 21gr ds as lvf.f 0.6 0.8 2 8-29 10yr4/4 none sit 2rnsbk mdr . ow tvf,f 0.8 0.8 3 2952 10yr414 f2f 7.5yr518 se tcabk nth - - 0 4 0.8 I r •Effluent*1 .BOO,>30 1220 mg& TSS>313 6 150 mglL 'Effluent*2 a BOD >30 s 220 d/L and TSS>30 s 150 mg& CST Name(Please Print) ` CST Number James K.Thompson ��� 30021 m Address Evaluation Condu Telephone Number 340 Paulson Lake Lane,Osceola,WI July 23,2021 (715)248-7767 SBD-✓330(R04/15) 1 Boring• CI Bang ®Pil Ground surface elev. 100.06 ft. Depth to Ifmilfng factor in. '1I 1 Soil Application Rate { Horizon x Depth Dominant Color Rados Description Texture Structure Consistence Boundary Roots GPD/Ft' In. Munsell Ou.Az.Cont.Color Gr.Sz.Sh. 'EIMMM -VW 1 0-6 10yr3/4 none sl 21gr mvfr cs 2vt.f 0.6 1.0 2 6-23 7.5yr4/6 none sl tmsbk mvtr av 1vf.f 0.4 0.7 3 23-34 7.5yr4/4 none , st 1cabk mfr SW - 0.4 0.7 4 34-53 7.5yr414 Of 7.5yr5/6 51 Om mfr - - 02 0.6 — 1 ❑Boring . Li Borings 0 Pit Ground surface elev._ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Rectos Desorption Texture Stricture Consistence Boundary Roots GPO1Ft' In. Munsell Ou.Az.Conn Color Gr.Sz.Sh. Tat 'ERi2 y1 1 - I ❑Boring ❑Pk Ground surface elev. 1L Depth to limiting facto_in Soil Application Rate I Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/F' In. Munaell Qu.Az.Cont.Color Gr.Sz.Sh. •Fitt 'E1fe2 I •Effluent s1=BOO.>30 s 220 mg&.and TSS>30 s 150 mg& •Effluent i2=BOO,>30 s 220 mgA.and TSS>30 s 150 mngfl t___i,_. _ I •-i +- -I- .4••• I_ I- t_i_17_ _ - I- I_ H-____ _ __L-__-__-._-__-_1-_ffh.-tit -__- _ i 1 1 1 I ±±L •--�-. 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I t I I L-- _.-L -L-t-► _ i_ ! 1 ! - I-- - I -- I I 1 I . •�_1_ 1— 1 �— _ -- f I i 1 __- + I l i i i ffl1 1--- — — 1 1 `- I� •Lot c •Sa/ , Rid 4% 120Y.Sc.aW,Scc 5 r3a1,g it T.of Swlvse4 Si-s i'- C4,0/1 N 0 d ste-iliac. A _` P. sswited LW.=/409• -- =- - -a____ y N \Os, ;imposed Jots sum . \ . \ 3443 . . COUNTY PLAT OF: OLD MILL LANDING LOCATED IN PART OF THE NW1/4 OF THE SW1/4,THE NE1/4 OF THE SWIJ4 AND THE 5W1/4 OF THE NW1/4 OF SECTIONS,T3ON,R19WNO.3096256., TOWN OF SOMERSET,Si.MOD(COUNTY,WISCONSIN;LOT 2,CERTIFIED SURVEY MAP VOLUME 30,PAGE 6750,DOCUMENT •ti/ . ' =\l1" 1//r, /GNPUTTED WIU - / �\ I/1/')I 11/ 1 \I V ^\\t t\�S..\..NZ I fl,1 •J �� _ 1 .i� . "7"`d^_ikiY-%-•sal tI "IC �•� �'71.-'- I 1 7 011 �1i\0\\•' \:;_-` Axe`" 1;IlI`. _ - 1C ^ \` .0 •C/ /ice /'• \\4• a L `/1(L, 1 "i•Wl .1 ` .'�^SLO ,7% I "~0\`I�� �ii _\r// %I.') 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R . �-1� t• �' 1 i 1,�/� •1U71f �' / �\`t \ti , / `/ I \1 1 �\ /' 11 \ /I 1 r11\ yy ,, • , SI 1 ^t\. ,\ &1 \�`��`)11)(/( r ^._.` \\ \`\\ , \ � ♦ I /I \.� 4i/. 17\\1s \ .a^! ` < �• 1 , `t�f \i tom'\ .1f11 �k..yis`�2-. `\\\ \ \ `. 7i \ ki ( / 1 ```\'•.�` • t ) `�\, • 1' \.,-`\NM" - \I\ \ I t a\\_ L T. 7I r, - ,../ ., L R4y\\t t,l I`; fir• rl•(t',".I Y : r •�,•...�`.`1,.y ) I11 t \ �. 1 . 1 / \ ...,d .� 1 • ..t ) . 1�\\ t`�,/ /1\1\\\\ \�:.}, Eby/i ; ..�//( \ ,\ `I 1 j TI,�\j . . "[ �;a,..�._. - r '/ \ •. /' /,/, /..� \1/P ' 1 T //1 --- - SW nr. \ I' , / / es". -� / O')sis•emp -,,`//� �a,w.. �\ iyam`.0 1 1 11I% s.♦..```.. l \ sir �I) 1 / [ ,.•i_• `_\ �f r r� -_•Yy�-▪�- \ __• ., ,, •J� ) I I,OT10. �• \` G+ 1111 6 ... L...„-------.: fs.1 %•-% .r.("7 ..1/4 ------, gams:7/Jr"-- --- ".::---• N....\ ,:41.-i -f" .1•-•\k\s.•....\ ...../9;l1.0.: / ,1 LOT 1.....(-.. L �I / I , \ ••. / •t1.111►yll Pr. I ). ` 1tI1I \,_) , wuc 1'.ItJO• �• // /_ \_•- 7 / A0�,�'. \�.j 1 \,\ tl\111 �` r.11Ew,owr�rs --\ \f'. \ - .\ /;. v ...... . ` ....• I . • A •/ `\- .1Oua�wiw n • `i /i\"IP •..';:` •�... _ , !... WEIIAND ( .l ``- ,,.__ Irk»(! •• �`Lam,/`. '1,•�.�LI&.4 M 1 1 .i PREPARED BY: \`I 1 •\ 1 1 •••.� ( P«a.wl�I 1 1 4J / .-. wa mwaTWAPfowm ns e11DI SWINTSIrIE IPI )Ire _ �1 , - •pypltMD7 / l 1 1 f'. • • •i. N% •s-.. .-��/s�/.. ►PRIMED FOR I \ t \\ • ,., j\\1 .-- ` VALLEY mt�oT PWWWI1IN,11. I t ) 1.` _ ,• , 1 \ :4,,A: POKWN I ` \ / tI 01 •/ii' ,sum=Iv,San ' 7` 1- e- f\ 1 . \N • SANITARY SYSTEM File# ST. C R O NTY Office use Only " i OWNERSHIP/ADDRESS FORM Created 2/2021 Community Development Department will utilize this information to provide the property owner with information regarding operation and maintenance of your new or replacement sanitary system! This information will be provided as part of our ongoing efforts to protect public health, your well, groundwater, surface water, property values, and county resources. Once approved, this completed form and educational information will be sent to you by email. OWNER/BUYER INFORMATION Owner/Buyer Teresa Hawke & Corrie Roytek Mailing Address 846 250th Street City/State/Zip Osceola, WI 54020 Phone Number(required)715-781-6953 Email Address (required)croytek©yahoo.com Parcel Identification Number 032-2193-10-000 (found on the property tax bill) NEW SYSTEM: LEGAL DESCRIPTION Property Location SW 1/4 , NW 1/4 , Sec. 5 T 30 N R 19 W, Town of Somerset • Subdivision Plat Old Mill Landing , Lot# 10 . Certified Survey Map# , Volume , Page # Warranty Deed # ) itf9 J 14io (before 2006)Volume — , Page # . Number of bedrooms 3 Spec house 0 yes ■ no Lot lines identifiable ■ yes 0 no _FFFICE USE ONLY New Property Address 1-3 41-2- Sr ( oct low GCS) (Verific lion o new address required from Community Development Department for new construction.) (Staff Initials) (Date) This form must be submitted with all Private Onsite Water Treatment System (POWTS) applications. New System:Include with this form a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey mop if reference is made in the warranty deed. Community Development Department-Land Use Division 715-386-4680 St.Croix County Government Center 715-245-4250 Fax cdd@sccwi.gov 1101 Carmichael Road, Hudson,WI 54016 yvww.sccwi.gov 0lrirs Onwmg Room.LLC 2022 !`}11`1! �g !t tli3 !� Ili: t{ Pill al J � I M i, l, : i \I- . ■ w l;Tii i� IIIII {I • rii 1 y I 1 ,>,...C\v/yr INIIIMI O. n Er IV ('V „IT ,I, i A 8 e8d r 1 E ii1 ,III liriil R 4 iI 1111 III im i ) : H- —rra rIa �'. — i � tg � 4 ii 1 5 , 6t g i ; / 1 - �� ,I- 4 ; I , tom, I � IL_� I ';... if€ `i ti ,1 e E i y� a m C''tt:t eiurcc.m I°1 g e11Proving! �` loln's Proving Roan-. ' tl C.orrie Roytek 6 Teresa Hawke gg AlitWC....IB E at' I7xx 42nditreetJomerset,VI 34023 F,& c •�•�• o_>*_.a m, :11¢} •(! § § ' § , _ — / i m: — _r • \ . : % - . ` j_s ` ! f \ Ti;.. . \ } i , \�s /—— § ! § � I : Ili� . , ti2 '. , _ § ` |& ` �•, ., 3! . § ) ! ( & ! ! rr at ii ' j -- - ' ' r . t — \ § § It . i; g •F 2 . . . 2 . g {1 • \ | . . .r 2 @ - | C frA2/1/2 Mt arrie &�_ 01II AIM lain.3 DOWIng ROOM|| ||] igA, Mot 4J_¥�� Oissn's Drawng Room.(IC 2022 i;!ifi 1:11ill Of 4 ii4R11 ...- f •-. • I 1;14:e; " •1I .1.4 .,.'' 111*iii 0,v.-. •• •-•-•.- 4KAMM 3 3 , e •s• 4 • ,sii Ea,f,--_,-.3] , ; 1 , 4triki 11:7 ID 11 t .• -., .... 3 -I III le - ,. ..... ,,,am...iiiieren-Vil '.-....._j ..— ; I, 4 • 111 '.9 • 4 n' / '. •r a 9 " 44 .1 Mt dri' 14,3 hi wNi ig L.,./, 41 1 Ica.:. z, Ic1 .7 a Ell i SI' ft.-. i 6 t .3 . IIII 4 •Itnt 4... l'i i 1 ilk t •••I -d PIA !.!e 4-111 1.' ; • §‘.9 g ,,, 1" ., , \ —s• - Z ;i 2 P -,•A, ,i 1 . ;,\,',''W,•:\\,.\ •7.-7-:.\\':W.7\f 4U Ua.R::::.,N4 M'I-r-I C.dr7Ia,;- D:aw aT,1 j , ....7 a ...3 zi 6 - 44 ocrIZMIN a - . , ,:.. , ; 44 _. 31/414 1 ;211111;--.'P,..1,..,1 r9 l '' . ;,21A•,1 4 ..-.... 1....,1,K1 . •4; I .,. a.... ... 1.. i .... . ,i• - ." Pi Of t i : illi i• .4, r1:41 i 4 „ Zs! iL ft 11 l; IP 4 Ili 41 ii t' 0- .1.lc,a 1 v 6 9 ----n-n .64a,-,11.n. iimik.._,..nru. .I 1.-/-• '77 § I 0 q / " 2 , . 0 e 6 i us 4.Il i II k fitiouarto 3 i 11 !I All i0k1.3 Praying ROOT.- C.orrie Roytek&Teresa Hawke t gr: -.4 itac 17xx 42ndPreetjomenet.WI 34025 gififi MIMI= lab 3.M.MIIIIMMI.F COCCIKOI — 1D r 4 El 1:A [), ../1/)..- 20 v • c m 1 N ° R 0 0 •-, • °. ❑r - ; 'vA '_`. i I z m tr is f ; li : ,• :••':..,-t11:: a w H1j g •10 i, ,ri i Ii 1 ..II1.,' . ; e Ihilib '!* It a F 7 a ii sf I al Y • 9 — `_ OLD MILL LANDING l wrr.rr err wws ewe �l VALLEY VIEW WEST INVESTMENTS 1 ( w�»... v.'s" — — .0m, �' ..ao MO m..ee FM .,./n • TOM Cr 101�T.R.OM man MGM +�� w� --. '-- aMsMI MI mr, if MANS1/ a w�.� �r wtw nvepm VIww� DETAILS �r ha AD�,�a stem. eat .. 1149146 1 BETH PABST State Bar of Wisconsin Form 1-2003 REGISTER OF DEEDS WARRANTY DEED ST. CROIX CO., WI RECEIVED FOR RECORD 02/28/2022 11:31 AM Document Number Document Name EXEMPT*: -- -- - --- REC FEE 30.00 TRANS FEE 299.70 BY THIS DEED,Valley View West Investments LLC,a Wisconsin limited liability company,(hereinafter"Grantor,"whether one or more),convey and •• PAGES: 1 The above recording information warrant to Corrie S.Roytek,a single person and Teresa A.Hawke,a single verifies that this document has person,as joint tenants, (hereinafter"Grantee,"whether one or more),the been electronically recorded following described real estate in St.Croix County,State of Wisconsin: &returned to the submitter Recording Area Lot 10,County Plat of Old Mill Landing in the Town of Somerset,St.Croix County,Wisconsin. Name and Return Address St.Croix County Abstract&Title Co.,Inc. 575 N.Knowles Ave.,Suite#B Exception to warranties: easements,restrictions and covenants of record;highway and New Richmond,WI 54017 street rights of way;and Municipal and zoning ordinances and agreements entered under them;and further except real estate taxes accruing in the year of this conveyance. 032-2193-10-000(2022) Parcel Identification Number(PIN) f,, /� This IS NOT homestead property. (9 Dated T t. vJ , d o °; 2- Vslle`yyiev West is LLC,a Wisconsin limited liability company (SEAL) -�� (SEAL) • Allen J.Wittstock,Member John P. Emmeck,Member ocuttiniffrio y NN • c8 AUTHENTICATION ACKNOWLEDGMENTS '•j t)NQ .• o • 9 .t^_ Signature(s) STATE OF WISCONSIN m Nib authenticated on St.Croix COUNTY '�}/'h'SCOty51a``�`�`�� Personally came before me on 1 TiY) Ci ,� Ti • the above-named Valley View West Investments LLC,a TITLE:MEMBER STATE BAR OF WISCONSIN Wisconsin limited liability company-Allen J.Wittstock, (If not, Member and John P.Emmeck,Member authorized by Wis. Stat. § 706.06) to me own to be the person(s) who executed the foregoing insn an ac r ged the same. THIS INSTRUMENT DRAFTED BY: , (l-r St.Croix County Abstract&Title Co.,I r c.by Samantha • /l 1'l c 11,l•(1 fr-t'Er1 Olson at the direction of the Grantor.22-S31238 Notary Public,Scat!of Wisconsin My Commission(is permanent)(expires: C) l 1 (Signatures may be authenticated or acknowledged. Both are not necessary.) NOTE:THIS IS A STANDARD FORM. ANY MODIFICATIONS TO THIS FORM SHOULD BE CLEARLY IDENTIFIED. WARRANTY DEED C 2003 STATE BAR OF WISCONSIN FORM NO.1-2003 •Type name below signatures. St. Croix County 1149146 Page 1 of 1 b .(titl w,v,Y le r,Vti,At!•%WOOO.CI,tilt,m\lltS)\.(YSl lt,u,tilt I t it Town of Somerset,St.Croix County,Wisconsin;described as foil t ,l. 1 N Lot 2 of that Certified Survey Map recorded In Volume 30 of said 8 acres of land more or less. �� I LOT 9 in Nt /a{t N 4g4 131,481 SQ.FE • Dated this 27th day of August,2021 o+" E 3.018 ACRES .. H"W.L.960.0 \f q Douglas at\ La.0..9a2.0 �. l Consulting Assodes 2920 Enloe Street Suite 101 O\ _ \ 4.1% _ Hudson,WI S4016 / _ _ _ .( - • (715)3862007 ` �, OWNER'S CERTIFICATE OF DEDICATION e 9 s Valley View West Investments,LLC,a Limited Liability Company, \ ` C I—I said Limited Liability Company caused the land described on this \" i,s...�y.i F� \ $ �~ further certify that this plat Is required by S.236.10 or S.236.12 t �t �9 9 $ O f •vni IN WITNESS WHEREOF,the said Valley View West investments,I �di �'e3\ �`'2r,�,13,�yf, ,41� : I. of $:� 19e-r y ,20 21 a �O `'ice e�' \\ LOT 10 • I Valley View west I .strrrants Lc N \\ Fo 140,928SQ.FT. A 3.235 ACRES 'i v __,. \ IG) Al n WIttsto \ \ v \ Pi cn t s‘ee \\ 1 11 t o State of Wisconsin 1 1 County of St.Crola)55. h� pAre I ~Y� rwsfluE,4rtr,4[DATA ,l-�,.4e. .'� ^' Es srs•Is•2rE 2s00• Personalty time before me this day of �'f' LOT 1 I O I O I E2 aros3se•E 11sm' executed the foregoing Instrument,and to me known to be such $' 131,108 SQ.fT. 1 4 # as the deed of said Limited Uability Company,by Its authority. 3.010ACRES I utOilllw I EA 3:2•l0v E Es ssrrrrrw3s.3o' N. • ZS. 1 4 I E I Ea sax a913w axes N. J. 1 g i O T7 ,47E-4s+oswnas' Notary Public/. 7p ,_ "._. \ �j z n t! 1 d •// F7 ARC LENGTH.CM' / SONn �.n'7.'•'rChS/ tE_ \)1. ENE'1324•W 'a" ,,,, I L I ' / A j_ 1 E3aa3'b'WE•E 2531' �D}j...N. \sty" Es.ao• — �ii I k //'•aA I1T �+r':; My commission expires /C/Uirr'I bs/ 222, �fJ).]� t7ites �fyN. \ Eser '" / ILW.L•�0.9 / ZIm �tc.w e• O O_ M\ L110..911.g // (1 asw I `7 1; 1, CONSENT OF CORPORATE MORTGAGEE \ H.W.Lt979.0 I I °\1' 0 Ain MldWestOns Bank,a corporation duly organized and existing u X I La 0.t912.0 r `n I .M t 981347consent to the surveying,dividing.mapping,and dedication of• 1\ \ \\ a a / owner" ; q.E�f\ ` AS \ S�,l $" IN WITNESS WHEREOF,the said MldWestOne Bank,has cruse, @r' •iNt ` '+'� 8i O ��,�, // 1t Thistk day of *11711/f 20�I O \ 061 . �" l IN THE PRESENCE OF: III 'r r is ti � 540 O�f 1 9* 77/ MldWestOM Bank s1•0 tfc°,ss{ i44.. _/ / bf �(� E. 6s s, / Q �is/ 'la' 0t S. .s. .j/ ���O.,' \,/ Lars. ,V1 Id.rd bip / \ i> STATE OF WISCONSIf1) QV• COUNTY OF C 1 PXP.\C )SS �y, y, L. �� 7S. ,1 43\.j Personally came before me this '' flay of .C.111,^r 20. V e'C Nst\V foregoing instrument.and to me known to bet h VicePreside LENT RESOLUTION - \-/ ,.rj core cation,by Ha authority. , ` Wfsoormin prrtdZ Sat�and Pr�D I oas WO) CSr0`0� ' of?/�Division of I try Servi es G A 22021SOIL EVALU r rniv County • ance with SPS 385.Ws. Adm. Code County Attach corns 2 x 11 inches in size.Plan must include, St.Croix but not limih ' int(BM),direction and percent slope, Parcel I.D.032—Z 1 q 3-10—000 scale or dim lna J ` stance to nearest road. Ref#2642 �r�p �'��1� nnn �I��`�lF�"""111 cA- I11 rmation. Re/X/iewed by , L Dat Personal inforr , V�V 1 lary purposes(Privacy Law,S. 15.04(1)(m)). pC 1? !Jj/c4- I LC.,( I�Bj 2O Z I Property Owne I ^I' ' Property Location �j Valley View VN_ f 1- Govt. Lot NE Y. SW 'Y S 5 T 30 N R 19 E (or) W Property Owns tb S./ �,_ Lot# Block# Subd.Name or CSM# 374 Valley View i ian 10 Na Old Mill Landing City State Zip Code Phone Number 0 City 0 Village ®Town Nearest Road Houlton I WI 154082 I ( ) I I Somerset I Co. Rd.W 0 New Construction Use: 0 Residential/Number of bedrooms 1i Code derived design flow rate rr�GPD ❑ Replacement ❑Publcommercial— be: Parent material Glacial Drift C JJO 1.41 44 Flood Plan elevation a applicable na ft. ZO Mt. X- General comments and recommendations: Soil Evaluation preformed to satisfy requirements of major plat review application. Additional soil&site evaluation may be required prior to system design and permit issuance. 1 Boring# 0 Boring El Pit Ground surface elev. 105.95 ft. Depth to limiting factor 4 in. Soil Application Rate Horizon Depth Dominant Color ' Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 — In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. •Eff#1 •Eff#2 1 0-6 10yr3/4 none sl 2fgr ds cw 1vf,f 0.6 1.0 2 6-20 7.5yr4/6 none sl lmsbk dsh gs 1vf,f 0.4 0.7 3 20-40 7.5yr4/4 none sl lcsbk mfr cw - 0.4 0.7 4 40-57 7.5yr4/4 f2f 7.5yr5/8 sl Om mfr - - 0.2 0.6 2 Boring# 0 Boring . ®Pit Ground surface elev. 106.00 ft. Depth to limiting factor 29"in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Qu.Az.Cont.Color Gr.Sz. Sh. •Eff#1 •Eff#2 1 0-8 10yr3/3 none sil 2fgr ds as 1vf,f 0.6 0.8 2 8-29 10yr4/4 none sil 2msbk mfr . cw 1vf,f 0.6 0.8 3 29-52 10yr4/4 f2f 7.5yr5/8 sil 1 csbk mfr - - 0.4 0.6 1 •Effluent#1 =BOD,>30 5 220 rrg/L a TSS> 5 150 mg/L •Effluent#2=BOD,>30 5 220 mg/L and TSS>30 5 150 mg/L CST Name(Please Print) ' natu CST Number I James K.Thompson 1----- 30021 Address to Evaluation Conduct Telephone Number L340 Paulson Lake Lane,Osceola,WI 54020-5413 July 23,2021 (715)248-7767 SBD-8330(R04/15) 3 norbgf El Boring ® Pit Ground surface elev. 100.06 ft. Depth to limiting factor 34"in. Soil Application Rate i Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. •Eft#1 •E1f#2 1 0-6 10yr3/4 none sl 2fgr mvfr cs 2vf,f 0.6 1.0 2 6-23 7.5yr4/6 none sl lmsbk mvfr cw 1vf,f 0.4 0.7 3 23-34 7.5yr4/4 none , sl lcsbk mfr aw - 0.4 0.7 4 34-53 7.5yr4/4 f2f 7.5yr5/8 sl Om mfr - - 0.2 0.6 i Borinp# ❑ Boring 0 Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. _ •Eff#1 •Eff#2 Boring# 0 Boring 0 Pit Ground surface elev._ft. Depth to limning factor_in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Qu.Az.Cont. Color Gr. Sz.Sh. •E1f#1 •Eff#2 Effluent#1 =BOD.>30 5 220 mg/L and TSS>30 5 150 mg/L 'Effluent#2=BOD, >30 s 220 mg/L and TSS>30 s 150 mg/L •1476s4at'c •S,,/hva/aairbri At. sr4-k .{/� S/O' ftr' l eef. 'v14 S1.2 �/allcy k'e )Z /(st•n d,e4 1....e/o,A446 of O/d 01.711.s.,c1: 2EiseSc.1lf;Sec.5 T.3o#1 /Oka T• el Sins.-se.2, se—erb;x N 0 0 As 7;4 a/' lylh5c1..40 ftride. ssamee/ tfu! =/p0.rD' e a 111 ,�p'aI 13% ntax. s/o/�l v 11_ '\ • ° %� wr•4•..d a e 8149 CJ"' proper 41 4 Suub 30{3 COUNTY PLAT OF: OLD MILL LANDING LOCATED IN PART OF THE NW1/4 OF THE SW1/4,THE NE1/4 OF THE SW1/4 AND THE SW1/4 OF THE NW1/4 OF SECTION 5,T3ON,R19W, TOWN OF SOMERSET,ST.CROIX COUNTY,WISCONSIN;LOT 2,CERTIFIED SURVEY MAP VOLUME 30,PAGE 6750,DOCUMENT NO.1096256. . : --IN\-\--0gvin/RtPa(rlgsBra�i7' � • .'AAA /.. / i^ruvn";= , �1/I 1 11 1 \ . l\t\-. �\‘; �I/1 1 ----...-... ^l .' / ,1%JAI\1` \ ``5_) )J 71/11 -J/ \/\ \L;_-. -\ \1 11 \. • - -- \ ♦-ter.--.a//Ir ' W q' / ir•ca,a.SAc�r i / )t o-•@^^♦• \� .�\ `. 1- I'C- - \- ( j ///i ^I-A.:N..-L - Le • 1 nKlro /Z 0." \I ("\ ••N.\ -_ 1\-ii zz\ .oc ��':.,\\` fi-1; 14;-- 6-\ !'-j am i -^>= \\,.'\.,; / • 1 / 1 1 0 / / _0 \'��4 l r' \ /i`\�..\; / ` �i.�,`yJ " ey7�A -, • \;.\. ♦ ce•`•\. /r /1-) Il\ //'••trY% -ram.e-NI\ ;,. .. w, rl rs�`-�. _:\/ `\ .\ t{ 1\ 1' ♦' ' I-, '942: / r ./1 / 1 et .. 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' /1 ( `••\ —gArv- J "--- NORM l ♦�/ Ir .`¢-.l..7•i`�=- _.. �' r1/ /'' /ie /^ 1.I I , \ •/�yJy%. r/Ib�" Srw1E: v.1ar ,I�4,1cy % l �.•��`.. 1 r LOT1.....r..../ ;I 1„I 1l!\1) r 1 ® / /! ....... ..- / e\JALubsO'iT. t \ / l 1 t I t 1.c) // a sa Lao am .0 euv.mre�e meo® •\ ,/� <- -.A .♦. 1 \la.�\\1 -� I / •\`• 1\\`‘'..-:::.-. _ •� ~ / /'� ♦\ %.... / •.•. ■ : ■ /%'M/ETZARD 1�j' -`#'w•y `'�-_ PREPARED BY: `- - Jpx,. 1 'K^--„rti.L i- I ., �_ A..'.'�; i� .1 \ AIRN CONSULTING/ASSOOATES 1 \ I / /° \. �'' ` I • �.��,- 292DENlOE STREET wRE101 ` \ 1 ...../- NWtroAel -- j. \ i 1 - ) ) / fns)sal-s2n ` / 1 `1 / ..•••'r�,�i; r/ ^* lee PREPARED FOR: \ \ / ••i'i' ••• .`' ` C•� .... /ii..0 / VALLEY VIEW WEST INVESTMENTS.LLL • I l 1 1 r • \ `tilt} ',1v // ro wxsss • I t ( 1 \ ' A 1 .♦)- s �r .:� \ SOMERSET.WIS1025 ' t 1 1 ,�• iii /1 \ • \\ \ 1 \ , - //'// 1 • f\l . " ' fall,. I Z I 4 86 Di's)...z Z � z a m gm r r a. IN • Z spa§ hi116 Z,:;',: ; .`- 'q :,r v ' it %: tIII• 1 I !it 11HijI ` 0 -Iiii i4 �111ttl1 aa . i ' 13 is x i i 1 . .Ct 111II . • _ ; , q 11 6 gi i Ai K + 5 mi �� -a -. NIOLD MILL LANDING `,=.. -- —.w P VALLEY NEW WEST INVESTMENTS Es- m.i ar a06RL St CM a..n%11Cala. +.ram ...... •••�A....e .:�w Idh•f=Iia l ''�.� wrs �r_�amrs s.w� DETAILS .r. .y� �..��.�.s.. .mow pay Kevin Grabau From: Kevin Grabau Sent: Tuesday, January 24, 2023 4:41 PM To: kimoconnell56@yahoo.com; al@wittstockbuilders.com Subject: SP-648401 - Hawke & Roytek Attachments: 20230124162422486.pdf;20230124161203137.pdf; Old Mill Landing TRT Final 9-16-21.pdf Hello Kim and Al, Attached is a PDF copy of the Sanitary Permit for Teresa Hawke & Corrie Roytek. SP-648401 1731 42nd ST Lot 10— Old Mill Landing Town of Somerset Please see the other two attachments. As part of the plat approval, each lot in this plat needs to have a rain garden/biofiltration basin on the lot. The second attachment is the diagram and requirements, and the third attachment is the Conditional Approval letter for the plat of Old Mill Landing. We aren't holding up the Sanitary Permit for this rain garden, but it will need to be completed. Thanks, guys. Have a great evening. From: Kevin Grabau<Kevin.Grabau@sccwi.gov> Sent:Tuesday,January 24, 2023 4:24 PM To: Kevin Grabau<Kevin.Grabau@sccwi.gov> Subject:CDDIa1 This E-mail was sent from"CDDLAI"(IM C4500). Scan Date:01.24.2023 16:24:22(-0600) Queries to:helodesk(asccwi.Aov Kevin Grabau I Community Development - Land Use Planner 1101 Carmichael Rd Hudson WI 54016 T: 715-381-4382 I C: 715-716-0698 Kevin.Grabau@sccwi.gov ST. CR NTY 1 ST C RQ1 Community Development Government Center ChWileir 1101 Carmichael Road I Hudson WI 54016 iccco!'Zsi/2' Telephone: 715-386-4680 Fax: 715-245-4250 Innovatiun Through Coopero[ron WWW.SCCWI.gOV September 16th, 2021 PLT-2020-009 Doug Zahler 2920 Enloe Street, Suite 101 Hudson, WI 54016 RE: Old Mill Landing — Final Plat Town of Somerset, Major Land Division— TRT Action Letter(70 lots) Dear Mr. Zahler, The Technical Review Team (TRT) has reviewed the final plat materials submitted on August 2"d, 2021, the final plat was conditionally approved with the following conditions: 1. Finalize the long-term stormwater management agreement and record with the final plat. a. Revise to read 'Old Mill Landing" throughout document. 2. Outline the process for how each lot owner will be notified about the site-specific stormwater management requirements? 3. The covenants for shared driveways will need to be revised to reflect driveways for lots 4/5 and 7/8. 4. Covenants and homeowner's association bylaws were not included with the final plat submittal. Will these documents be completed for this subdivision? If so, provide copies for our files. Note: 1. You have 90-days to meet the conditions and 90-days to record the final plat once conditions are met. 2. The financial assurances for the stormwater management practices will be retained until the site is determined to be substantially complete. The current letter of credit is valid until 6/23/22 and may need to be extended and/or reduced upon final acceptance of the stormwater improvements. Respectfully, Tamara Traxler EC: townclerk@townofsomersetwi.com fgermain@vil.somerset.wi.us Greg.Haig@sccwi.gov AI@wittstockbuilders.com zfagan@authconsulting.com mike.wozniak@sccwi gov File Tamara Traxler tamara.traxler@sccwi.gov (715) 531-1906 $ H Z i O e i. Y A i--i E-Ibss < ill _ lit F, p1..1 s�, � � s go NO3 g 11 CA If57U!J 1�a� .7� �obSillii Z 7..9 . . 1 t M_ x• 2V 0 = P4 Iv 0 o „ ail!" 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